RAILS   AND  ACCESSORIES 

THE  PENNSYLVANIA  STEEL  Co. 
MARYLAND  STEEL  Co. 


lillHUIIIll 


THE  PENNSYLVANIA  STEEL  COMPANY 

PACIFIC    COAST    SALES    OFFICE 
H.  B.  GREEN  15Q5   CHRONICLE    BUILDING 

SALES  AGENT 


WORKS: 
THE    PENNSYLVANIA     STEEL 

COMPANY 
STEELTON.    PA. 

MARYLAND     STEEL    COMPANY 
SPARROWS    POINT,    MD. 


SAN  FRANCISCO,  CAL.,       Jan.    o, 


ALL   AGREEMENTS   ARE  CONDITIONAL   ON   THE    NON-OCCURRENCE   OF    STRIKES   AND   CAUSES  OF   DELAY    BEYOND   OUR   CONTROL. 
QUOTATIONS   ARE    MADE   SUBJECT  TO   CHANGE   WITHOUT    NOTICE    UNLESS  OTHERWISE   SPECIFIED. 


Mr.  J.  C.  Rowell,  Librarian, 

University  of  California, 

Berkeley,  Cal. 
Dear  Sir: 

In  reply  to  your  letter  of  December  17th,  addressed  to 
my  Company  at  Steelton,  Pa.,  I  take  pleasure  in  mailing  you  under 
separate  cover  copy  of  our  book  entitled  "Spirals  for  Street  Eailv/ay 
Curves",  as  per  your  request,  also  copy  of  our  rail  catalogue, 
which  I  trust  will  prove  serviceable. 

Very  truly  yours, 


Sales 


B. 


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STEEL  RAILS  W  ACCESSORIES 

Manufactured  by 

THE  PENNSYLVANIA  STEEL  CO.,  STEELTON,  PA. 

and 

MARYLAND  STEEL  CO.,  SPARROW'S  POINT,  MD. 

c-\  *g?>iTf*y  S~Z 

X^^f^^Nv                                              >    . 

|  UNIVERSITY    I                         ~ 

\                 OF                  /                             00. 

^^UFORN^^                       /$^O 

190^ 

General  Offices 
GIRARD    BUILDING,   BROAD    and   CHESTNUT    STREETS,    PHILADELPHIA,   PA. 

Sales  Offices 


H.  F.  Martin,  General  Manager  of  Sales,  Girard  Building,  Philadelphia,  Pa. 


NEW   YORK 


CHICAGO 


A.  E.  Aeby,  Sales  Agent       .       Empire  Building          Clifford  J.    Ellis,   Sales  Agent,  Western   Union 

Building 

PHILADELPHIA 

R.  E.  Belknap,  Assistant  Sales  Agent,  Western 

Union  Building 
BOSTON 

Charles  S.  Clark,  Sales  Agent,  Rooms  11  and  12 
Mason  Building 


Richard  Peters,  Sales  Agent    .     Girard  Building 


BALTIMORE 

R.  C.  Hoffman  &  Co.,  Sales  Agents,  Continental          jj.  B.  Green,  Sales  Agent 
Trust  Building 


ST.  LOUIS 

.  Miller,  Sales  Agent,  Commonwealth  Trust 
Building 

SAN  FRANCISCO  Cf)         ^^3, 
>8  Market  St 


STEELTON 
Wm.  C.  Cuntz,  Sales  Agent       .       Steelton,  Pa. 


LONDON 

Sanders  &  Company,  Sales  Agents,  no  Cannon 
Street,  E.  C. 


Cable  Address  :    PENNSTEF.L,   Philadelphia,  Use  Lieber's  Code 


J 


THE    PENNSYLVANIA    STEEL    CO.,    STEELTON,    PA. 
MARYLAND     STEEL     CO.,    SPARROW'S     POINT,    MD. 

.  Manufacturers  of 

STEEL    RAILS,    of    all    sections    and    weights,    for    steam    and    electric    railways. 
FROGS,  SWITCHES  AND  CROSSINGS  for  steam  railroads. 
SPECIAL  WORK  for  street  railways. 

BRIDGES.     We  build  and  have  built  the  largest  and  heaviest. 
VIADUCTS  for  steam  railroads  and  elevated  railways. 
STEEL  BUILDINGS.     We  furnish  all  the  frame  work. 

STRUCTURAL  MATERIAL,  beams,  channels,  angles,  tees  and  special  shapes. 
SPECIAL  STEELS  for  all   purposes,  blooms,  billets,  or  slabs. 
SPRING  STEEL  and  MACHINERY  STEEL  BARS. 
TOOL  STEEL.     Gold  Label  and   Red  Label  brands. 
STEEL  CASTINGS  of  highest  quality. 

STEEL  FORCINGS,  smooth  forged,  rough  turned,  and  finished  complete. 
MANARD    STEEL    CASTINGS.       For   all    castings    where    resistance    to    wear    is    of 
importance. 


CALL    ON     OR     ADDRESS     OUR     NEAREST     AGENT     FOR     INFORMATION     AND     PRICES 


162868 


General  Contents 


Index  to  rail  sections    ....  5 

Specifications  for  steel  rails  ...  6 

Specifications  for  splice  bars          .          .  7 

Rail  and  joint  table       ....  i  o 

Table   giving    details    of  girder,  girder 

guard  and  high  tee  rails  and  fastenings  1 1 

Table  giving  details  of  tee  rails  and  fas- 
tenings    .          .          .          .          .          .        1 2,  13 

Pennsylvania  Steel  Company's  standard 

drillings  for  tee  rails  .          .          .  14 

Pennsylvania  Steel  Company's  standard 
drillings  for  girder,  girder  guard  and 
high  tee  rails  .....  15 


Spike  table  .....  16 

Miscellaneous  tee  rail  sections  .  .  35—  69 
American  Society  of  Civil  Engineers' 

sections  of  rails  .  .  -  .  .17-34 

Flat  rails 71-  75 

High  tee  rails  .  .  .  .  .77-82 

Girder  rails  .  .  .  .  83-109 

.Girder  guard  rails  ....  m-ii8 

Slot  rails  and  conductor  bars  .  .  119—124 

Conduit  plate  .  .  .  .  124 

Check  rail  .....  125 
Miscellaneous  splice-plate  sections  not 

shown  in  connection  with  rails  .          .  127-143 


Index  to   Rail   Sections 

A.  S.   C.   E.  Tee  Rails                                                                   High  Tee  Rails 

Weight 
per  Yard 
Pounds 

No.  of 
Section 

Page 

Weight 
per  Yard 
Pounds 

No.  of 
Section 

Page 

Weight 
per  Yard 
Pounds 

No.  of 
Section 

Weight 
Page        per  Yard 
Pounds 

No.  of 
Section 

Page 

Weight 
per  Yard 
Pounds 

No.  of 
Section 

Page 

Weight 
per  Yard 
Pounds 

No.  of 
Section 

Page 

1  10 

too 

95 
90 

85 
80 

268 
247 
267 
245 
235 

251 

18 
19 

20 
21 
22 
24 

75 
70 

65 
60 

55 
5° 

214 

237 
236 
244 
130 
129 

23 

25 
26 

27 
28 

29 

45 
40 

35 
3° 

25 

266 

138 
265 
269 
264 

3°            79 
3i             7° 

271           78 
206      '  79 

62 
60 

242 
209 

80 
81 

56 

253 

82 

3Z 

34                                            Girder  Rails 

263 

254 
228 
260 
241 

258 
.223 

222 
226 

84 
98 

85 
86 

87 
96 

94 

93    . 
95 

94 
90 
90 
90 
90 
87 
8? 
85 

85 

224 
259 
255 
243 
200 
240 
217 

257 
256 

88 
97 
99 

IOO 

89 
90 

IOI 

102 
I03 

85 
85 
83 
So 
80 

75 
72 
70 

1 

219 

201 
211 
238 
9> 

SS-A 

94 

85 

92 

91 
104 

105 

1  06 
109 

107 
1  08 

141 

Miscellaneous  Tee   Rails                                   I07 

IOO 
IOO 

95 
90 

85 
85 
80 

79 
78 
76 

75 
75 

IOO 

96 

147 

77 
261 
67 
220 
76 

98 
216 
249 

221 

36 

37 
38 

39 

40 

4i 
42 
43 
44 
45 
47 
46 

75 
75 
74 
70 
70 
68 
67 
66 
60 
58^ 
58 
56 

92 

87 
146 

97 

57 
62 

2 

'45 
6 

63 
7 
Si 

48 
49 
5° 
Si 
S2 
53 
54 
55 
56 
57 
58 
59 

5° 
48 

45 
40 

35 
3° 

25 

20 

16 

12 

22 

88 

36 

32 

43 
44 
45    ' 
47 
48 
66 

104 
60          98^ 

^           9S 

62             96 

63             95 
64             94 

65 

66 
Girder  Guard   Rails 

DO 

69            «» 
no 

103 

25° 
234 
208 

114 
"5 
IJ3 

IOO 

92 
92 

230 
215 

212 

112 

116 
"7 

80 
57^ 
•' 

86 
262 

118 

I25 

Flat  Rails 

* 

Slot  Rails  and   Conductor   Bars 

97 
96 
62 

95 

20 

19 

75 
74 
74 

60 
47 
47 

'5          73 
!7          73 

14          72 

42 

13 

1 

72            6, 
66 

213 

252 

I2O 
122 

57 
23-5 

227 

A 

121 
I23 

22.4 

21 

C 
B 

124 
123 

THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Specifications  for  Steel   Rails 


We   are   prepared   to  furnish  rails  manufactured  to  standard  specifications   of  all  large  users  of  rails,  but  from   long 
experience   as   manufacturers  offer   the  following  as   standard  specifications. 

JANUARY    JST,   1905 
Chemical   Composition 


Section  I 

50  Pounds  up 
to  60  Pounds 

60  Pounds  up 
to  70  Pounds 

70  Pounds  up 
to  80  Pounds 

80  Pounds  up 
to  90  Pounds 

90  Pounds  up 
to  100  Pounds 

Carbon       

.T.C.    to     .4? 

.38  to    .48 

.40   to     .50 

.43  to    .53 

.45   to    .55 

Phosphorus    

not  over    .10 

not  over    .10 

not  over    .10 

not  over    .10 

not  over    .10 

Silicon  

not  over    .20 

not  over    .20 

not  over    .20 

not  over    .20 

not  over    .20 

Manganese     

.70  to  i.oo 

.70    tO    I.OO 

.75  to  1.05 

.80  to  1.  10 

.80  to  i.io 

Section 

Section  2.  Unless  otherwise  specified,  the  section  of  rail  shall  be 
the  American  standard,  recommended  by  the  American  Society  of  Civil 
Engineers,  and  shall  conform  as  accurately  as  possible  to  the  templet 
furnished  by  the  railroad  company  consistent  with  clause  No.  3,  relative 
to  specified  weight.  An  allowance  in  height  of  one  sixty-fourth  of  an  inch 
under,  and  one  thirty-second  of  an  inch  over  will  be  permitted.  A  perfect 
fit  of  the  splice  bars,  however,  shall  be  maintained  at  all  times. 

Weight 

Section  3.  The  weight  of  the  rails  shall  be  maintained  as  near  as 
possible,  after  complying  with  clause  No.  2,  to  that  specified  in  contract. 
A  variation  of  one-half  of  one  per  cent,  for  an  entire  order  will  be 
allowed.  Rails  shall  be  accepted  and  settled  for  according  to  actual  weights. 

Length 

Section  4.  The  standard  length  of  rails  shall  be  30  feet.  Ten  per 
cent,  of  the  entire  order  will  be  accepted  in  shorter  lengths,  varying  by 
even  feet  down  to  24  feet.  A  variation  of  one-quarter  of  an  inch  in 
length  from  the  length  specified  will  be  allowed. 

Branding 

Section  5.  The  name  of  the  maker  and  year  of  manufacture  shall 
be  rolled  in  raised  letters  on  the  side  of  the  web,  and  the  number  of  the 
heat  shall  be  stamped  on  each  rail. 


Drilling 

Section  6.  Circular  holes  for  splice  bars  shall  be  drilled  in  accord- 
ance with  specifications  of  purchaser.  They  shall  be  accurate  to  drawing 
and  dimensions  furnished  in  every  respect,  and  free  from  burrs. 

Finishing 

Section  7.  Rails  to  be  straightened  while  cold,  to  be  smooth  on 
head,  to  be  sawed  square  at  ends,  and  prior  to  shipment,  to  have  the  burr 
occasioned  by  saw  cutting,  removed,  and  to  have  the  ends  made  clean. 
They  are  to  be  free  from  injurious  defects  and  flaws  of  all  kinds. 

Inspection 

Section  8.  The  inspector,  representing  the  purchaser,  shall  have  free 
access  to  the  works  of  the  manufacturer  at  all  times  while  his  contract  is 
being  executed,  and  shall  have  all  reasonable  facilities  afforded  to  satisfy 
him  that  the  rails  are  being  made  in  accordance  with  specifications. 

The  manufacturer  shall  furnish  the  inspector,  daily,  with  carbon 
determinations  of  each  heat  and  a  complete  chemical  analysis  every 
twenty-four  hours,  representing  the  average  of  the  other  elements  contained 
in  the  steel. 

No.   2   Rails 

Section  9.  Rails  which  possess  any  injurious  physical  defects,  or 
for  any  other  cause  are  not  suitable  for  the  first  quality,  shall  be  considered 
No.  2  rails. 


THK     PENNSYLVANIA      STEEL     COMPANY        MARYLAND     STEEL     COMPANY 


Specifications  for  Splice  Bars 


We  are  prepared  to  furnish  splice  bars  manufactured  to  standard  specifications  of  all  large  users  of  rails,  but  from  long 
experience  as  manufacturers  offer  the  following  as  standard  specifications. 

JANUARY   IST,   1905 


Chemical   Composition 

Section  i.     Carbon not  to  exceed  0.15  percent. 

Phosphorus not  to  exceed  o.io  per  cent. 

Manganese 0.40  to  0.60  per  cent. 

Physical   Properties 
Section  2.     Test  pieces  cut  from  head  of  splice  bar  must  show  : 

a.  Ultimate  strength — 54,000  to  64,000  pounds  per  square  inch. 

b.  Elastic  limit — not  less  than  one-half  the  ultimate  strength. 

c.  Elongation^not  less  than  25  per  cent,  measured  in  8  inches, 
or  203  millimeters. 

d.  Bending  test — 180  degrees.     Flat  on  itself  without  fracture 
on  outside  of  bent  portion. 


Finish 

Section  3.  All  splice  bars  shall  be  smoothly  rolled  and  true  to 
templet.  The  name  of  maker  and  year  of  manufacture  shall  be  rolled  in 
raised  letters  on  the  side  of  the  bar.  The  bar  shall  be  sheared  accurately 
to  length  and  free  from  fins  or  cracks,  and  shall  be  perfect  fit  to  the  rails 
for  which  they  are  intended. 

Workmanship 

Section  4.  The  punching  and  notching  of  splice  bars  must  be 
accurate  in  every  respect  to  drawing  and  dimensions  furnished. 

Inspection 

Section  5.  The  inspector,  representing  the  purchaser,  shall  haye  free 
access  to  the  works  of  the  manufacturer  at  all  times  while  his  contract  is 
being  executed,  and  shall  have  all  reasonable  facilities  afforded  to  satisfy 
him  that  splice  bars  are  being  made  in  accordance  with  specifications. 


Tables  Giving  Details  of 
Rails  and  Accessories 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  and  Joint  Table 

Rails  to  be  90  per  cent.  3O-foot  lengths  and  10  per  cent,  shorter  lengths 


Gross 

Feet  of 

Number  of 

Gross 

Feet  of     Number  of 

Gross 

Feet  of 

Number  of 

'  Gross 

Feet  of 

Number  of 

Pounds 

Tons  Rails  Track  per 

Joints  per 

Pounds    TonsRails 

Track  per    Joints  per 

Pounds 

TonsRails 

Track  per 

Joints  per 

Pounds 

TonsRails 

Track  per 

Joints  per 

per  Yard 

per  Mile 

Ton  of 

Ton  of 

per  Yard     per  Mile 

Ton  of         Ton  of 

per  Yard 

per  Mile 

Ton  of 

Ton  of 

per  Yard 

per  Mile 

Ton  of 

Ton  of 

of  Track 

Rails 

Rails 

of  Track 

Rails            Rails 

of  Track 

Rails 

Rails 

of  Track 

Rails 

Rails 

12 

18.86 

280.00 

19.132 

47            73-86 

71.49           4.864 

82 

128.86 

40.98 

2.799 

.17 

183.86 

28.72 

1.958 

13 

20.43 

258.46 

I7-525 

48          75-43 

70.00           4.783 

83 

130.43 

40.48 

2.766 

118 

185.43 

28.47 

'•945 

U 

22.00 

240.00 

16.400 

49          77-°° 

68.57           4-680 

84 

132.00 

40.00 

2-733 

119 

187.00 

28.24 

1.929 

'5 

23-57 

224.00 

'5-303 

5°          78.57 

67.20           4.592 

85 

'33-57 

39-53 

2.701 

120 

188.57 

28.00 

I-9I3 

16 

25-'4 

2IO  OO 

14.350 

51          80.14 

65.88           4.501 

86 

'35-14 

39-07 

2.699 

121 

190.14 

27.77 

1.897 

'7 

26.71 

I97-6S 

13-506 

52          81.71 

64.62           4.415 

87 

136.71 

38.62 

2.639 

122 

191.71 

27-54 

1  ,881 

18 

28.29 

186.67 

I2-755 

53          83.29 

63-4°         4-332 

88 

138.29 

38.18 

2.608 

123 

193.29 

27.32 

1.866 

'9 

29.86 

176.84 

12.084 

54          84.86 

62.22         4.251 

89 

139.86 

37-75 

2.580 

124 

194.86 

27.10 

1.851 

20 

3'-43 

l68.OO 

1  1.480 

55          86-43 

61.09         4-'74 

90 

HI  -43 

37-33 

2-55° 

I25 

196.43 

26.88 

1.836 

21 

33-°° 

l6o.OO 

'0-933 

56          88.00 

60.00         4.100 

91 

143.00 

36.92 

2.522 

126 

198.00 

26.67 

1.821 

22 

34-57 

152.72 

i°435 

57          89.57 

58.95         4.027 

92 

"44-57 

36-52 

2-495 

127 

'99-57 

26.46 

i.  808 

23 

36.14 

146.09 

9.982 

58          91.14 

57-93         3-958 

93 

146.14 

36-13 

2.468 

128 

201.14 

26.25 

"•793 

24 

37-71 

I4O.OO 

9.566 

59          92.71 

56.95         3.891 

94 

147.71 

35-75 

2.442 

129 

202.71 

26.05 

'•779 

2S 

39-29 

13440 

9.184 

60         94-29 

56.00         3.826 

95 

149.29 

35-37 

2.416 

130 

204.29 

25.85 

1-765 

26 

40.86 

129.23 

8.829 

61          95.86 

5S-°8        3-763 

96 

150.86 

35-oo 

2.391 

131 

205.86 

25-65 

i-752 

27 

42.43 

124.44 

8-503 

62          97.43 

54.19         3.702 

97 

iS2-43 

34-64 

2.367 

132 

2o?.43 

25-45 

'739 

28 

44.00 

I2O.OO 

8.  200 

63          99.00 

53-33         3-644 

98 

154.00 

34-29 

2.342 

'33 

209.00 

25.26 

1.726 

29 

45-57 

115.86 

7.917 

64       100.57 

52.50        3.587 

99 

'55-57 

33-94 

2.319 

'34 

210.57 

25-07 

'•713 

3° 

47-'4 

I  12.  OO 

7-653 

65        102.14 

51.69         3.532 

too 

'57-14 

33-6o 

2.296 

'35 

212.14 

24.89 

1.700 

3i 

48.71 

108.39 

7.413 

66        103.71 

50.91         3.478 

101 

158.71 

33-27 

2.272 

136 

213.71 

24.71 

1.688 

32 

50.29 

105.00 

7-i?S 

67        105.29 

50.15         3.426 

102 

160.29 

32-94 

2.250 

i37 

215.29 

24-53 

1.676 

33 

51.86 

101.82 

6-957 

68        106.86- 

49-4i         3-376 

I03 

161.86 

32.62 

2.229 

138 

216.86 

24-35 

1.663 

34 

53-43 

98.82 

6-752 

69        108.43 

48.70        3.327 

104 

163.43 

32.31 

2.207 

'39 

218.43 

24.17 

1.651 

35 

55-°° 

96.00 

6.560 

70        110.00 

48.00        3-280 

IOS 

165.00 

32.00 

2.186 

140 

220.00 

24.00 

1.640 

36 

56-57 

93-33 

6-377 

71    1111.57 

47-32         3-233 

1  06 

166.57 

31-70 

2.163 

141 

221.57 

23-83 

1.628 

37 

58.14 

90.81 

6.205 

72      113.14 

46.67         3.189 

107 

168.14 

31.40 

2.145 

142 

223.14 

23.66 

1.616 

38 

59-71 

88.42 

6.042 

73        U471 

46.03         3.144    . 

1  08 

169.71 

31.11 

2.125 

i43 

224.71 

23-49 

1.605 

39 

61.29 

86.15 

5.887 

74        116.29 

45-4i         3-094 

109 

171.29 

30-83 

2.106 

144 

226.29 

23-33 

1-594 

40 

62.86 

84.00 

5-740 

75        II7-86 

44.80         3-°6i 

I  10 

172.86 

30-54 

2.086 

i45 

227.86 

23.18 

'.583 

41 

64-43 

81.95 

5-599 

76        119.43 

44.21         3.021 

1  1  1 

'74-43 

3o-27 

2.068 

146 

229.43 

23.01 

'-S72 

42 

66.00 

80.00 

5.466 

77        121.00 

43.64         2.982 

I  12 

176.00 

30.00 

2.051 

'47 

231.00 

22.86 

1.562 

43 

67-57 

78.14 

S-338 

78        122.57 

43.08         2.942 

"3 

177-57 

29-73 

2.031 

148 

232-57 

22.70 

'•55' 

44 

69.14 

76-36 

5.216 

79        '24-'4 

42.53         2.906 

114 

179.14 

29.47 

2.020 

149 

234.14 

22-55 

'•54° 

45 

70.71 

74-67 

5.102 

80        125.71 

42.00         2.870 

"5 

180.71 

29.22 

1.996 

150 

235-7' 

22.39 

'•53' 

46 

72.28 

73-04 

4.990 

81       ,127.29 

41.48         2.834 

,16 

182.29 

28.97 

1.979 

THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Table  Giving   Details  of  Girder,   Girder  Guard  and   High  Tee   Rails  and   Fastenings 


Rail       • 

Weight        Number 
per  Yard        of  Rail 
Pounds         Section 

Splice  Plate,  Weight 
per  Foot,  Pounds 

Number 
of  Plate 
Section 

Bolts 

Weight 
of  One 
Bolt 
and  Nut 
Pounds 

Rail 

Splice  Plate,  Weight 
per  Foot,  Pounds 

Number 
of  Plate 
Section 

Bolts 

Weight 
of  One 
Bolt 
and  Nut 
Pounds 

Outside          Inside 
Plate             Plate 

Size  in  Inches 

Weight 
per  Yard 
Pounds 

Number 
of  Rail 
Section 

Outside         Inside 
Plate            Plate 

Size  in  Inches 

Diameter 

Length 

Diameter 

Length 

141                  263 

17.0              14.5 

263 

4 

i-5°7 

87 

240              18.0             15.8 

200 

33A 

I  -45  2 

128                 250 

18.0           15.8 

200 

33/i 

I-452 

86 

217               13.2             10.0 

217 

31/*        i-397 

no               234 

'3  '           ii-5 

234 

ft 

3JA          -9°9 

85 

201               18.0             15.8 

200 

33/4 

1.452 

107               228 

19.2        17.1 

228 

4                 -S°7 

85 

219              18.0"           15.8              200 

3*/4 

I-452 

107                254 

21.4           19.1 

254 

ft            4                .051 

85 

256              13.7             n.8              256 

4            i  5°7 

104               260 

19.2             17.1 

228 

4              -5°7 

85 

257                   12.7                  10.6                  211 

33A        I-452 

103               208 

18.0            15.8 

200 

33/4     !      -452 

83 

211                   12-7                  IO.6                  211 

3K        '-342 

100               230 

18.0           15.8 

200 

33/4          -452 

80 

86               8.4             7.0              85                ft 

3              -982 

98^        241 

18.8            17.6 

224 

4                -SO? 

80 

91 

12.7             10.6              211 

3/i 

1-342 

96           223 

17.6           16.0 

222 

4              -S°7 

80 

238 

12.7             10.6              2ii 

31A        i-397 

95               258 

T3-9            I2-3 

2S8 

3%          -397 

79 

271 

I5-65           :5-65            27! 

31A        1-397 

95                      222 

17.6           16.0 

222 

4               -5°7 

75 

SS-A 

8-4               7-0                85                  ft 

3X     :    1-025 

94              226 

17.6            16.0 

222 

4              -S°7 

72 

94             12.7            10.6            2ii              i 

3l/4         1-342 

94               224 

18.8            17.6 

224 

4              -5°7 

7° 

85               8.4             7.0              85                ft 

3              .982 

92                      212 

12.7           10.6 

211 

3#          -342           7° 

206          9.0         9.0        206           y^ 

3              -725 

92           215 

12.7            10  6 

211 

3^          .342           62 

242              8.6             8.6            242               ft 

3              -982 

90                      2OO 

18.0           15.8 

2OO 

33A          -452 

60 

209              8.4             8.4            209               ft 

3              -982 

90                      243 

12.7            10.8 

2  43 

3%          -397 

56 

253              7-5             7-5            253               # 

3»        i-025 

9°              255 

12.7            10.8 

i 

2  43 

3X2 

•397 

•  • 

.... 

THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Table  Giving   Details  of  Tee  Rails  and   Fastenings 


Rail 

Splice  Plate                                Bolts 

Weight  of 
One  Bolt 
and  Nut 
Pounds 

Rail 

Sp 

Weight 
per  Foot 
Pounds 

ice  Plate 

Bolts 

Weight  of 
One  Bolt 
and  Nut 
Pounds 

Weight 
per  Yard 
Pounds 

Number 
of  Rail 
Section 

Weight 
per  Foot 
Pounds 

Number 
of 
Plate  Section 

Size  in  Inches 

Weight 
i  per  Yard 
Pounds 

Number 
of  Rail 
Section 

Number 
of 
Plate  Section 

Size  in  Inches 

Diameter 

Length 

Diameter       Length 

110 

268 

18.6 

268 

I 

5 

1.727 

75 

221 

10.9 

220 

%              4 

.853 

IOO 

96              13.4 

PRR  No.  8         i                  5                 1.727               75 

221 

"•3 

D-8o-5^"              34               4 

•853 

IOO 

ioo           I5-°7 

ioo                 fa             4%            1.197               75 

214 

10.4 

214                    34               4 

.853 

IOO 

ioo           14.0 

loo-A              fa              4%             1.197                75 

214 

11.7 

2I4-A              34              4% 

.885 

IOO 

247            15.0 

247               i                  434             1.672               75 

214 

10.4 

"H"                 34              4 

-853 

IOO 

247            14-2 

247-A            i                   434 

1.672 

f  1  1-3 

92       \              ,                  , 

0  _  _ 

95 

267            16.24 

267                  fa              434             1.283                /5 

92 

I  JI-5 

92-A  f  '                        3/* 

95 

(14.1 
i47        {-13.11 

4%              1.617 
I47-A  f                                                                      75 

87 
87 

10.5 
10.8 

87                    34              4 
76                   34              4 

.853 
.853 

90 

245            12.8 

245          fa        \y-2.       1.240        75 

87 

I  1.2 

77                  %              4 

.853 

90 

!4-34 
77            n-2 

245-A 
77                  fa              4/4 

1.240 

74 

146 

(      9.0 

1    8.5 

146      1           V                V 
1  46-  A  }   ; 

.789 

ii.  6 

PRR  No.  6           fa              4*/2 

1.240                70 

237 

9-5 

237                    M              4 

.853 

90 

77             95 

237                  fa              \y2             1.240               70 

237 

10.4 

237-A              Yi,             4 

•853 

90 

77            104 

237^              fa              4l/2             1.240               70 

97 

10.6 

97                   3A             33A 

.821 

85 

261            10.9 

220                           34                     4                            .853                       70 

97 

10.4 

214                  34              4 

.853 

85 

261            11.3 

D-8o-s^"            34              4                   .853                70 

97 

11.7 

2I4-A              34              4 

•8S3 

85 

235 

12.0 

235                  H 

41A               -197                7° 

57 

9-7 

PRR  No.  4           |f             4^ 

1.063 

85 

67 

n.6 

PRR  No.  6 

H 

\l/2                        .OOO 

70 

57 

8.2 

57                 U             3% 

.789 

80 

251 

11  -3 

251 

fa 

4/4 

•197 

70 

57 

9.2 

57-A 

34         334 

.821 

80 

12.0 

25i-A             fa             4y?              .240              68 

62 

8-54 

62                 %             31^ 

•789 

80 

251 

II.9 

25i-B              fa             4%              .197               67 

2 

8.6 

2                   34              3^ 

•789 

80 

25' 

"•5 

25i-C              fa              4%                197                67 

2 

8.2 

57                                 31A 

.789 

80 

251            io-5 

251-0              fa 

4  y. 

.197                67 

2 

9.2 

57-A 

3A         33A 

.821 

80 

251            11.9 

"I" 

fa 

4/^ 

.197               66 

»45 

10.07 

216                 34             334 

.821 

80 

220 

10.9 

220 

3A 

4 

•853               66 

'45 

8.8 

236 

3A              4 

.853 

80 

220 

11  -3 

U-8o-5^" 

34 

4 

.853 

65 

236 

8.8 

236 

3^                 3  3^ 

.821 

79 

76 

10.8 

76 

3A 

4/4 

.917 

60 

244 

8.0 

244 

W-                  3  7^ 

.821 

79 

76 

n.6 

PRR  No.  6 

3A         ^          -885 

60 

244 

10.07 

216 

3A              4 

.853 

78 

98 

9-2 

98 

34  • 

33A               -821 

60 

6 

9-7 

PRR  No.  4 

if              4/4 

1.063 

76 

216 

10.07 

216 

34 

4                    -853 

60 

6 

8.2 

57                 M             3/4 

•789 

75 

249 

12.8 

245 

H 

4}4 

1.240 

60 

6 

9.2 

57-A 

3A         33A 

.821 

THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Table  Giving   Details  of  Tee   Rails  and   Fastenings — Continued 


Rail 

Splice 

Plate 

Bolts 

Rail 

Splice 

Plate 

Bolts 

Weight  of 

Weight  of 

One   Bolt 

One  Bolt 

Weight 
per  Yard 
Pounds 

Number 
of  Rail 
Section 

Weight              Number 
per  Foot                 of 
Pounds        Plate  Section 

Size  in 

Inches 

and  Nut 
Pounds 

Weight 
per  Y'ard 
Pounds 

Number 
of  Rail 
Section 

Weight             Number 
per  Foot                 of 
Pounds         Plate  Section 

Size  in  Inches             an(j  Nut 

Diameter 

Length 

Diameter       Length 

sW 

63 

6.9 

63 

X 

3*/4 

•757 

40 

32 

5-15 

36 

y*       3         -524 

58 

7 

8.2 

57 

3A 

3% 

•789 

40 

32 

3-2 

32* 

54        3         -524 

58 

7 

9-2 

57-A 

X 

3% 

.821 

35 

43 

4-3 

44 

A          2^         .373 

56 

S1 

8.2 

57 

•789 

35 

43 

2.62 

43* 

A              *V*             -373 

56 

S1 

9.2 

57-A 

3A 

3*/4 

.821 

35 

265 

4.0 

265 

A              *H            -373 

55 

7.2 

130 

y\ 

3l/i 

•789 

30 

44 

4-3 

44 

A           2^          .373 

55 

130  . 

8.6 

2 

K 

O  /*(• 

•757 

3° 

44 

2-4 

43* 

A           2^          .373 

5° 

129 

6.2 

I29 

3  /A" 

:757 

3° 

269 

3-5 

269 

A          2^         .373 

5° 

22 

6-3 

22 

3/4 

3^ 

•757 

25 

45 

2.1 

45* 

T9B             2*A            -355 

48 

88 

6-3 

22 

•757 

25 

264 

20 

264 

A             2X            '355 

45 

266 

5-5 

266 

y* 

3 

•524 

20 

47 

1.8 

47* 

J»                     2                         .253 

45 

36 

36 

3 

•524 

l6 

48 

i-4 

48* 

%              2.               -253 

45 

36 

3-2 

32* 

# 

3 

•524 

12 

66 

•95       !j 

£  "x  #"  flat 

%              2                -253 

40 

138 

4-7       , 

'38 

* 

3 

•524 

!   •• 

•  • 

1 

*  Plain  plates. 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


The   Pennsylvania  Steel   Company  and   Maryland   Steel   Company's  Standard   Drillings  for  Tee   Rails 


Bolt  holes  in  rails  are  X  of  an  inch  larger  than  diameter  of  bolt.     See  table,  page  12,  for  size  of  bolts 
For  distance  from  base  of  rail  to  center  of  bolt  holes,  see  drawing  of  rail 


Weight  of 
Rails 

Rail  Drilling,  Inches 

Splice  Plate                                  Splice  Plate—  Punching,  Inches                           Splice 

Plate  —  Notching,  Inches 

Size  of 
Notch,  Ins. 

Pounds 

ABC 

Length          No.  of              p                  g 
Inches           Bolts 

F                  G                  II                   I 

J-ir 
& 

L 

j 

1  2  to  45 

2                      4 

16                  4                                        4 

4/^                4                •   •                 t 

t                     t 

5/8 

50  and  over 

3tt                 5 

24                  4                                        S 

8                    s                .  .                ,j 

^           17                5^ 

50  and  over 

»«              5                6 

3°                6                 6                  5 

, 

4                   S                 6                6 

20                 4 

^ 

}  Note. —  One  notch  in  center  of  angle  plates. 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


The  Pennsylvania   Steel   Company's  Standard   Drillings  for  Girder,   Girder  Guard   and   High  Tee   Rails 


—  5--- 


5---H 

666 
M  o  '   o  '   o 


C    FOR  S"AND  9"RAius 


u_..5» 
6 


—  5-'~»r 

.,, 

5  ---  5 


D      FOR  8"AND  9"  RAILS 


_.-B» 


».»L-W'» 
O 


»      \J 
---  *T 


K         FOR  l"  RAILS 


9_ 


„  Q 

—  4=^r 


S    FOR  6"AND  ?"  RAILS 


,,6       »Q 

—  4—  »)<—  4«-  -Y^ 


Bolt  holes  in  rails  are  X  °f  an  incl>  larger  than  diameter  of  bolt.     See  table,  page  1 1,  for  size  of  bolt 
For  distance  from  base  of  rail  to  center  of  bolt  holes,  see  drawing  of  rail 


THE     PENNSYLVANIA     STEEL     COMPANV  --  MARYLAND     STEEL     COMPANY 


Spike    Table 


Kegs  per  Mile  of  Track 

Size  of  Spikes 

Average 
No.  in 

Weight  per 

Tie  Spacing 

Inches 

2OO-pound 

Spike 

4  Spikes  per  Tie 

6  Spikes  per  Tie 

Keg 

2  feet  6  inches 

2  feet  3  inches 

2  feet  o  inches 

2  feet  6  inches 

2  feet  3  inches 

2  feet  o  inches 

35   X  TV 

900 

O.2222 

9-39 

10.43 

u-73 

14.08 

!5-65 

17.60 

4     x  TV 

780 

0.2564                         10-83 

12.04 

T3-54 

16.24 

18.06 

20.31 

4i  x  TV 

675 

0.2963                          12.52 

'3-91 

15.64 

18.78 

20.86 

23.46 

4    x   $- 

600 

0-3333                         I4-08 

'S-6S 

17.60                                   21.12 

23-47 

26.40 

4i*   i 

53° 

0-3773                       15-94 

17.71 

19.92                                   23.91 

26.56                          29.88 

5    x   i 

500 

0.4000                       16.89 

18.78 

21.12                                   25.33 

28.17                       31-68 

5     x-fr 

39° 

0.5128                     21.66 

24.07 

27.08                                   32.50 

36.10                       40.61 

Six  A 

35° 

0.5714                     24.14 

26.82 

30.17                                   36.21 

40.23                       45.25 

16 


Rail  Sections  Recommended  by  the 
American  Society  of  Civil  Engineers 


S? 

((   UNIVE 

V       °F 

X£4LI 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.   268 

A.  S.  C.  E.  Standard 

1 1 0  pounds  per  yard      1 72.86  gross  tons  per    mile 
54.6  kg.  per  meter  109.13  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  z68 
1 8. 6  pounds  per  foot  27.68  kg.  per  meter 

Metric   Dimensions 

Rail 

Height 1 55.6  mm. 

Width  of  head 73.0  mm. 

Height  of  web 84.9  mm. 

Thickness  of  web 14.7  mm. 

Thickness  of  splice  bar,  23.8  mm. 


co  •* 
<t  <o 

04 


THK     PENNSYLVANIA      STKKL     COMPANY        MARYLAND     STEEL     COMPANY 


Rail    Section    No.    247 

A.  S.  C.  E.  Standard 

I  oo  pounds  per  yard     157.14  gross  tons   per   mile 
49.6  kg.  per  meter  99-21    tonnes   per  kilometer 

Angle  Splice-plate  Section   No.  24.7 
15  pounds   per  foot  22.32  kg.  per  meter 

Metric  Dimensions 

Rail 

Height 146  I  mm. 

Width  of  head 69.9  mm. 

Height  of  web 78.2  mm. 

Thickness  of  web 14.3  mm. 

Thickness  of  splice  bar,  22.2  mm. 


r  l 

[  UNIVER31 


THE     PENNSYLVANIA     STEEL     COMPANY -- MARYLAND     STKKI,     COMPANY 


Rail  Section  No.  267 

A.  S.  C.  E.  Standard 

95  pounds  per  yard         '49-29  gross  tons  per  mite 
47.1  kg.  per  meter  94-25  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  267 
16.24  pounds  per  foot  24.17  kg.  per  meter 

Metric  Dimensions 

Rail 

Height 141-3  mm. 

Width  of  head 68.3  mm. 

Height  of  web 75.8  mm. 

Thickness  of  web 14.3  mm. 

Thickness  splice  bar     .     .     .21.4 


THK     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  245 

A.  S.  C.  E.  Standard 

90  pounds  per  yard  141-43  gross  tons  per  mile 

44.6  kg.  per  meter  89.29  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  24; 
12.8  pounds  per  foot  19-°S  kg-  per  meter 

Metric  Dimensions 
Rail 

Height '36-5  rnrn. 

Width  of  head 66.7  mm. 

Height  of  web 72.6  mm. 

Thickness  of  web 14.3  mm. 

Thickness  of  splice  bar      .      20.6  mm. 


co  -tf- 
CM  to 

CM 


THE     PENNSYLVANIA     STEEL     COMPANY -- MARYLAND     STEEL     COMPANY 


85  pounds  per  yard 

42.2  kg.  per  meter 


Rail  Section  No.  235 

A.  S.  C.  E.  Standard 

133.57  gross  tons  per  mile 
84.33  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  235 
12  pounds  per  foot  17.86  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 131.8  mm 

Width  of  head 65.1  mm. 

Height  of  web 69.9  mm. 

Thickness  of  web 14.3  mm. 

Thickness  of  splice  bar,  19.8  mm. 


i_ 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


125.71  gross  tons  per  mile 
79.37  tonnes  per  kilometer 


Rail  Section  No.  251 

A.  S.  C.  E.  Standard 

80  pounds  per  yard 

39.7  kg.  per  meter 

Angle  Splice-plate  Section  No.  251 
11.3  pounds  per  foot  16.8  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 127.0  mm. 

Width  of  head 63.5  mm. 

Height  of  web 66.7  mm. 

Thickness  of  web 13.9  mm. 

Thickness  of  splice  bar   ...  19.1  mm. 


23 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  214 

A.  S.  C.  E.  Standard 


1 1 7. 86  gross  tons  per  mile 
74.41  tonnes  per  kilometer 


75  pounds  per  yard 

37.2  kg.  per  meter 

Angle  Splice-plate  Section  No.  214 
10.4  pounds  per  foot  '5-47  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 122.2  mm. 

Width  of  head 62.7  mm. 

Height  of  web 64.7  mm. 

Thickness  of  web 13.5  mm. 

Thickness  of  splice  bar  .     .     .     .     18.3  mm. 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  237 

A.  S.  C.  E.  Standard 

70  pounds  per  yard  no.o  gross  tons  per  mile 

34.7  kg.  per  meter  69.45  tonnes  per  kilometer 

Angle  Splice-plate  Section  No    237 
9.5  pounds  per  foot  '4-'4  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 1 17.5  mm. 

Width  of  head 61.9  mm. 

Height  of  web 62.7  mm. 

Thickness  of  web 13.1  mm. 

Thickness  of  splice  bar    ....     17.5  mm. 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


102.14  gross  tons  per  mile 
64.49  tonnes- per  kilometer 


Rail  Section  No.  236 

A.  S.  C.  E.  Standard 

65  pounds  per  yard 

32.2  kg.  per  meter 

Angle  Splice-plate  Section  No.  236 
8.8  pounds  per  foot  13. 1  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 112.7  mm. 

Width  of  head 61.1  mm. 

Height  of  web .'  60.3  mm. 

Thickness  of  web 12.7  mm. 

Thickness  of  splice  bar    ....     16.7  mm. 


26 


THE     PENNSYLVANIA      STKKI.     COMPANY        MARYLAND      SI'KKL     COMPANY 


94.29  gross  tons  pel'  mile 
59-53  tonnes  per  kilometer 


Rail  Section  No.  244 

A.  S.  C.  E.  Standard 

60  pounds  per  yard 

29.8  kg.  per  meter 

Angle  Splice-plate  Section  No.  244 
8  pounds  per  foot  1 1.9  kg.  per  meter 

Metric  Dimensions 
Rail 

Height       108.0  mm. 

Width  of  head 60.3  mm. 

Height  of  web 57.5  mm. 

Thickness  of  web 12.3  mm. 

Thickness  of  splice  bar    ....     15. 9  mm. 


27 


THE     PENNSYLVANIA     STEEL     COMPANY  -  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  130 

A.  S.  C.  E.  Standard 


55  pounds  per  yard 

27.3  kg.  per  meter 


86.43  gross  tons  per  mile 
54.57  tonnes  per  kilometer 


Angle  Splice-plate  Section  No.   130 
7.2  pounds  per  foot  10.7  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 103.2  mm. 

Width  of  head 57.2  mm. 

Height  of  web 62.8  mm. 

Thickness  of  web 11.9  mm. 

Thickness  of  splice  bar 15.1  mm. 


I      I 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail   Section   No.    1 29 

A.  S.  C.  E.  Standard 

50  pounds  per  yard          78.57  gross  tons  per  mile 
24.8  kg.  per  meter  49.61  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.    I  29 
6  pounds  per  foot  8.93  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 98.4  mm. 

Width  of  head 54.0  mm. 

Height  of  web 52.4  mm. 

Thickness  of  web n.i  mm. 

Thickness  of  splice  bar  ....       13.5  mm. 


29 


UNIVERS: 

OF 


THE     PENNSYLVANIA     STEEL     COMPANY -- MARYLAND     STEEL     COMPANY 


Rail  Section  No.   266 

A.  S.  C.  E.  Standard 


70.71   gross  tons  per  mile 
44.64  tonnes  per  kilometer 


45  pounds  per  yard 

22.3  kg.  per  meter 

Angle  Splice-plate  Section  No.  266 
5.5  pounds  per  foot  8.18  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 93.7  mm. 

Width  of  head 50.8  mm. 

Height  of  web 50.0  mm. 

Thickness  of  web 10.7  mm. 

Thickness  of  splice  bar      ....  12.7  mm. 


3° 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  138 

A.  S.  C.  E.  Standard 

40  pounds  per  yard          62.86  gross  tons  per  mile 
19.8  kg.  per  meter  39-68  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  138 
4.7  pounds  per  foot  6.99  kg.  per  meter 

Metric  Dimensions 

Rail 

Height 88.9  mm. 

Width  of  head 47.6  mm. 

Height  of  web 47.2  mm. 

Thickness  of  web 9-S3  mm- 

Thickness  of  splice  bar  .     .     .     .       11.9  mm. 


31 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  265 

A.  S.  C.  E.  Standard 


55.00  gross  tons  per  mile 
34.72  tonnes  per  kilometer 


35  pounds  per  yard 

17.4  kg.  per  meter 

Angle  Splice-plate  Section  No.  265 
3.9  pounds  per  foot  5.8  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 82.6  mm. 

Width  of  head 44.5  mm. 

Height  of  web 44.1  mm. 

Thickness  of  web     .     .• 9.  i  mm. 

Thickness  of  splice  bar     .     .     .     .     n.i  mm. 


32 


THE     PENNSYLVANIA     STEEL     COMPANY-     M  \RYLAND     STEM.     COMPANY 


Rail   Section    No.    269 

A.  S.  C.  E.  Standard 


47.14  gross  tons  per  mile 
29.76  tonnes  per  kilometer 


30  pounds  per  yard 

14.9  kg.  per  meter 

Angle  Plate  Section  No.  269 
3.5  pounds  per  foot  5.2  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 76.2  mm. 

Width  of  head 41.3  mm. 

Height  of  web 40.9  mm. 

Thickness  of  web 8.3  mm. 

Thickness  of  splice  bar     ....     10.3  mm. 


16T8 


33 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section   No.  264 

A.  S.  C.  E.  Standard 


39.29  gross  tons  per  mile 
24.80  tonnes  per  kilometer 


25  pounds  per  yard 

T2.4  kg.  per  meter 

Plain  Splice-plate  Section  No.  264 
2.0  pounds  per  foot  2.97  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 69.9  mm. 

Width  of  head 38.1  mm. 

Height  of  web '.     .  37.7  mm. 

Thickness  of  web 7.5mm. 

Thickness  of  splice  bar     ....      8.7  mm. 


2  3" 

'  '*•  4 

34 


Miscellaneous  Tee  Rail  Sections 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  100 


i  oo  pounds  per  yard 

49.6  kg.  per  meter 


157.14  gross  tons  per  mile 
99.2  tonnes  per  kilometer 


Angle  Plate  Section  No.  100 
15.07  pounds  per  foot  22.38  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 152.4  mm. 

Width  of  head 69.9  mm. 

Height  of  web 84.9  mm. 

Thickness  of  web 1 5.06  mm. 

Thickness  of  splice  bar     .     .      20.6  mm. 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  96 

Pennsylvania  R.  R.  Standard 

100  pounds  per  yard       157-14  gross  tons  per  mile 
49.6  kg.  per  meter  99-21  tonnes  per  kilometer 

Angle  Splice-plate  Section   P.  R.  R.  No.  8 
13.4  pounds  per  foot  19.9  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 139-7°  mm- 

Width  of  head 71.43  mm. 

Height  of  web 68.3    mm. 

Thickness  of  web 15.9 

Thickness  of  splice  bar    .     .     .     .      19.1  mm 


1 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  147 

95  pounds  per  yard  149.29  gross  tons  per  mile 

47.1  kg.  per  meter  94-2S  tonnes  per  kilometer 

Angle  Splice-plate  Sections  Nos.  147  and   I47-A 

No.  147,       14.1     pounds  per  foot,  20.9    kg.  per  meter 
No.  I47-A,   13.11  pounds  per  foot,   19.54  kg.  per  meter 

Metric  Dimensions 

Rail 

Height  .... 

Width  of  head      . 
Height  of  web 
Thickness  of  web 

Thickness  of  splice  bar 


127.78  mm. 
76.2  mm. 
62.70  mm. 
15.87  mm. 
19.0    mm. 
15.87  mm. 


y 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  77 


141.43  gross  tons  per  mile 
89.29  tonnes  per  kilometer 


90  pounds  per  yard 

44.6  kg.  per  meter 

Angle  Splice-plate  Section  No.  77 
1 1.2  pounds  per  foot  16.67  kg-  Per  meter 

Metric  Dimensions 
Rail 

Height 1 27.0  mm. 

Width  of  head '  73.0  mm. 

Height  of  web 59-5  mm. 

Thickness  of  web     .....  17.5  mm. 
Thickness  of  splice  bar     .         .           17.5  mm. 


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THE     PENNSYLVANIA     STEEL     COMPANY  --  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  261 

Dudley  Section 

85  pounds  per  yard          133-57  gross  t°ns  Per  mile 
42.2  kg.  per  meter  84.33  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  220 
10.9  pounds  per  foot  16.2  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 

Width  of  head         .... 

Height  of  web          .... 

Thickness  of  web     .... 

Thickness  of  splice  bar     . 


133.35  mm- 

68.25  mm. 

69.85  mm. 

13.49  mm. 

14.3  mm. 


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4 


THE     PENNSYLVANIA     STEEL     COMPANY         \I\RYLANI)     STEEL     COMPANY 


Rail  Section  No.  67 

Pennsylvania  R.  R.  Standard 

85  pounds  per  yard          '33-57  gross  tons  per  mile 
42.2  kg.  per  meter  84.33  tonnes  per  kilometer 

Angle  Splice-plate  P.  R.  R.  No.  6 
1 1.6  pounds  per  foot  17.3  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 127.0  mm. 

Width  of  head 65.1  mm. 

Height  of  web 60.3  mm. 

Thickness  of  web 13.5  mm. 

Thickness  of  splice  bar        .     .     .       19.8  mm. 


THE     PENNSYLVANIA     STEEL     COMPANY -- MARYLAND     STEEL     COMPANY 


125.71   gross  tons  per  mile 
79.73  tonnes  per  kilometer 


Rail  Section  No.   220 

Dudley  Section 

So  pounds  per  yard 

39-7  kg.  per  meter 

Angle  Splice-plate  Section  No.  220 
10.9  pounds  per  foot  16.2  kg.  per  meter 

Metric  Dimensions 
Rail 

Height U0-1?  mm- 

Width  of  head 67.5    mm. 

Height  of  web 69.85  mm. 

Thickness  of  web 13.5    mm. 

Thickness  of  splice  bar  ....      14.3  mm. 


-N. 

CM 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


79  pounds  per  yard 

39. 18  kg.  per  meter 


Rail   Section   No.   76 

124.14  gross  tons  per  mile 
78.37  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  76 
10  S  pounds  per  foot  16.07  kg'  Per  meter 

Metric  Dimensions 
Rail 

Height 120.65  mm- 

Width  of  head 66.7    mm. 

Height  of  web 59'S1  mm. 

Thickness  of  web 15.9    mm. 

Thickness  of  splice  bar  ....      17. 5  mm 


43 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  98 

78  pounds  per  yard  122-57  gross  tons  per  mile 

38.7  kg.  per  meter  77-38  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  98 
9.2  pounds  per  foot  13.7  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 121.6mm. 

Width  of  head         .....  72.7  mm. 

Height  of  web          .....  56.4  mm. 

Thickness  of  web 13.5  mm. 

Thickness  of  splice  bar     .         .          15.9  mm. 


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44 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  216 


76  pounds  per  yard 

37.70  kg.  per  meter 


119.43  gross  tons  per  mile 
75.39  tonnes  per  kilometer 


Angle  Splice-plate  Section  No.  216 
10.07  pounds  per  foot  14.96  kg.  per  meter 


Metric  Dimensions 
Rail 

Height 

Width  of  head          .... 

Height  of  web  .... 

Thickness  of  web     .... 

Thickness  of  splice  bar     . 


.     120.65  mm- 

63.50  mm. 

57.15  mm. 

12.70  mm. 

17.5  mm. 


--- 


45 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  221 

Dudley  Section 

75  pounds  per  yard          117.86  gross  tons  per  mile 
37.2  kg.  per  meter  74-4'  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  220 
10.9  pounds  per  foot  16.2  kg.  per  meter 

Metric  Dimensions 
Rail 

Height            1 27.0  mm. 

Width  of  head 66.7  mm. 

Height  of  web 69.8  mm. 

Thickness  of  web  .....  13.5  mm. 
Thickness  of  splice  bar  .         .         .   14.3  mm. 


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46 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  249 


117.86  gross  tons  per  milu 
74.41  tonnes  per  kilometer 


75  pounds  per  yard 

37.2  kg.  per  meter 

Angle  Splice-plate  Section  No.  245  can  be  used 
12.8  pounds  per  foot  !9-°5  kg-  Per  meter 

Metric  Dimensions 
Rail 

Height 127.0  mm. 

Width  of  head 65.09  mm. 

Height  of  web 71.43  mm. 

Thickness  of  web 1 3.08  mm. 


47 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  92 


117.86  gross  tons  per  mile 
74.41  tonnes  per  kilometer 


75  pounds  per  yard 

37.2  kg.  per  meter 

Angle  Splice-plate  Sections  Nos.  gz  and  gz-A 
Splice  Sec.  92,      11.3  Ibs.  per  ft.     16.81  kg.  per  meter 
Splice  Sec.  92-A,  11.5  Ibs.  per  ft.     17.11  kg.  per  meter 

Metric  Dimensions 
Rail 

127.0    mm. 
63.50  mm. 


Height      .. 
Width  of  head 


Height  of  web 
Thickness  of  web     . 

Thickness  of  splice  bar 


69.45 
14.3    mm. 
19.1  mm. 


48 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  87 


117.86  gross  tons  per  mile 
74.41  torjnes  per  kilometer 


75  pounds  per  yard 

37.2  kg.  per  meter 

Angle  Splice-plate  Section  No.  87 
10.5  pounds  per  foot  15.6  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 120.65  mm- 

Width  of  head 63.50  mm. 

Height  of  web 61.90  mm. 

Thickness  of  web 14.3    mm. 

Thickness  of  splice  bar    ....     14.3  mm. 


49 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  146 

74  pounds  per  yard  1 16.29  gross  tons  per  mile 

36.71  kg.  per  meter  7342  tonnes  per  kilometer 

Angle  Splice-plate  Sections  Nos.  146  and  146- A 
9.0  pounds  per  foot  13.4  kg.  per  meter 

8.5  pounds  per  foot  12.6  kg.  per  meter 

Metric  Dimensions 

Rail 

Height      .......  119.05  mm. 

Width  of  head          .....  15.98  mm. 

Height  of  web 53  69  mm. 

Thickness  of  web     .....  14.3    mm. 
Thickness  of  splice  bar     .         .          14.3  mm. 


r-  00 


5° 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  97 

70  pounds  per  yard  1 10.0  gross  tons  per  mile 

34.7  kg.  per  meter  69.45  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  97 
10.6  pounds  per  foot  '5-78  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 120.65  mm. 

Width  of  head 61.90  mm. 

Height  of  web 65.86  mm. 

Thickness  of  web     .         .         .         .         .12.7    mm. 
Thickness  of  splice  bar         .     17.5  mm. 


THE     PENNSYLVANIA     STEEL     COMPANY -- MARYLAND     STEEL     COMPANY 


Rail  Section  No.  57 


1 10.0  gross  tons  per  mile 
69.45  tonnes  per  kilometer 


Pennsylvania  R.  R.  Standard 

70  pounds  per  yard 

34.7  kg.  per  meter 

Angle  Splice-plate  P.  R.  R.  No.  4 
9.7  pounds  per  foot  14.4  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 1 14.3  mm. 

Width  of  head 61.9  mm. 

Height  of  web 54.0  mm. 

Thickness  of  web 1 2.7  mm. 

Thickness  of  splice  bar      .     .  .  19.1  mm. 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  62 

68  pounds  per  yard         106.86  gross  tons  per  mile 
33.74  kg  per  meter  67.46  tonnes  per  kilometer 

Angle  Splice-plate  Section   No.  62 
8.54  pounds  per  foot  12.72  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 1 14. 30  mm. 

Width  of  head .  62.68  mm. 

Height  of  web 55. 56  mm. 

Thickness  of  web 12.7    mm. 

Thickness  of  splice  bar        .     .     .    15.87  mm. 


f 


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53 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section   No.  2 


105.29  gross  tons  per  mile 
66.43  tonnes  Per  kilometer 


67  pounds  per  yard 

33.2  kg.  per  meter 

Angle  Splice-plate  Section  No.  2 
8.6  pounds  per  foot  12.8  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 1 14. 30  mm. 

Width  of  head 60.32  mm. 

Height  of  web 53.58  mm. 

Thickness  of  web 12.7    mm. 

Thickness  of  splice  bar    .     .     .     .     19.1  mm. 


54 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  145 

66  pounds  per  yard          103.71  gross  tons  per  mile 
32.74  kg.  per  meter  65.48  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  2  1 6  can  be  used 
10.78  pounds  per  foot  16.05  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 115.09  mm. 

Width  of  head 58.7    mm. 

Height  of  web 59-53  mm. 

13.5    mm. 


Thickness  of  web 


55 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section   No.   6 

Pennsylvania  R.  R.  Standard 

60  pounds  per  yard          94.29  gross  tons  per  mile 
29.8  kg.  per  meter  59-53  tonnes  per  kilometer 

Angle  Splice-plate  P.  R.  R.  No.  4 
9.7  pounds  per  foot  14.4  kg.  per  meter 

Metric  Dimensions 
Rail 

Height           108.0  mm. 

Width  of  head 60.3  mm. 

Height  of  web 54.0  mm. 

Thickness  of  web 1 2.7  mm. 

Thickness  of  splice  bar     .     .     .     .19.1  mm. 


THE     PENNSYLVANIA     STEEL'    COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail   Section   No.    63 

58X  pounds  per  yard      91.54  gross  tons  per  mile 
28.9  kg.  per  meter  57-76  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  63 
6.90  pounds  per  foot  10.25  kg-  per  meter 

Metric  Dimensions 
Rail 

Height 101.6    mm. 

Width  of  head .•  59-53  mm. 

Height  of  web 46.81  mm. 

Thickness  of  web 12.71  mm. 

Thickness  of  splice  bar  ....      14.3  mm. 


57 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


91.14  gross  tons  per  mile 
57.51  tonnes  per  kilometer 


Rail  Section   No.   7 

58  pounds  per  yard 

28.77  kg.  per  meter 

Angle  Splice-plate  Section  No.  57 
8.2  pounds  per  foot  12.25  kg-  per  meter 

Metric  Dimensions 
Rail 

Height 107.95  mm- 

Width  of  head 55-56  mm. 

Height  of  web 53-98  mm. 

Thickness  of  web 10.31  mm. 

Thickness  of  splice  bar  .     .     .     .15.87  mm. 


9" 

!    *x 

1" 
4' 

16 

i     32 

4 

58 


THK     PENNSYLVANIA     STEEL     COMPANY    -MARYLAND     STEEL     COMPANY 


Rail  Section   No.   5 1 

56  pounds  per  yard  88.0  gross  tons  per  mile 

27.74  kg.  per  meter  5S-52  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  57 
8.2  pounds  per  foot  12.25  kg.  per  meter 

Metric  Dimensions 

Rail 

Height      .......  107.95  mm- 

Width  of  head 57-94  mm. 

Height  of  web          .....  53.98  mm. 

Thickness  of  web     .....  10.72  mm. 

Thickness  of  splice  bar     .         .        15.87  mm. 


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16 

32 

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59 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.   22 

go  pounds  per  yard          78  57  gross  tons  per  mile 
24.8  kg.  per  meter  49-6i  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  22 
6.3  pounds  per  foot  9.4  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 101.6    mm. 

Width  of  head .     .     .  53.18  mm. 

Height  of  web 50.4    mm. 

Thickness  of  web 10.31  mm. 

Thickness  of.  splice  bar  ....      12.7  mm. 


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60 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  88 

48  pounds  per  yard          75>43  gross  tons  per  mile 
23.81  kg.  per  meter  47.60  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  22 
6.3  pounds  per  foot  9.4  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 101.6    mm. 

Width  of  head 48.42  mm. 

Height  of  web 50.8    mm. 

Thickness  of  web 9.53  mm. 

Thickness  of  splice  bar     ....12.7  mm. 


61 


THE     PENNSYLVANIA     STEEL     COMPANY  --  MARYLAND     STEEL     COMPANY 


Rail   Section    No.    36 


70.71   gross  tons  per  mile 
44.64  tonnes  per  kilometer 


45  pounds  per  yard 

22.3  kg.  per  meter 

Angle  Splice-plate  Section  No.  36 
5.15  pounds  per  foot  7.67  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 92.08  mm. 

Width  of  head 49.2    mm. 

Height  of  web .  45.6    mm. 

Thickness  of  web 10.3    mm. 

Thickness  of  splice  bar   ....      12.7  mm. 


62 


THE     PENNSYLVANIA     STEEL     COMPANY  --  MARYLAND     STEEL     COMPANY 


40  pounds  per  yard 

19.8  kg.  per  meter 


Rail   Section   No.    32 

62.86  gross  tons  per  mile 
39.68  tonnes  per  kilometer 

Angle  Splice-plate  Section  No.  36 
5.15  pounds  per  foot  7.67  kg.  per  meter 

Metric  Dimensions 
Rail 

Height       88.90  mm. 

Width  of  head 48.4    mm. 

Height  of  web 47.22  mm. 

Thickness  of  web 9.92  mm. 

Thickness  of  splice  bar      .     .     .       12.7    mm. 


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THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


55.0    gross    tons   per   mile 
34.72  tonnes  per  kilometer 


Rail  Section  No.  43 

35  pounds  per  yard 

17.4  kg.  per  meter 

Angle  Splice-plate  Section  No.  44 
4.3  pounds  per  foot  6.40  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 77-78  mm. 

Width  of  head 47.6    mm. 

Height  of  web 39-29  rnm. 

Thickness  of  web 9.5    mm. 

Thickness  of  splice  bar     .     .     .     .    n.i  mm. 


64 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section   No.   44 


30  pounds  per  yard 

14.9  kg.  per  meter 


47.  1  4  gross  tons  per  mile 
2976  tonnes  per  kilometer 


Angle  Splice-plate  Section  No.  44 
4.3  pounds  per  foot  6.40  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 76.2    mm. 

Width  of  head 43-25  mm- 

Height  of  web 397°  mm. 

Thickness  of  web 8.73  mm. 

Thickness  of  splice  rail     .     .     .     .    11.1  mm. 


•f—y 


rr 

„  1 

7 

\t 

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9"Radius 

0 

i 

1 

i- 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail   Section    No.   45 


25  pounds  per  yard 

12.4  kg.  per  meter 


39.29  gross  tons  per  mile 
24.80  tonnes  per  kilometer 


Plain  Splice-plate  Section  No.  45 
2.1  pounds  per  foot  3.14  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 69.85  mm. 

Width  of  head 39.7     mm. 

Height  of  web 35.71  mm. 

Thickness  of  web 7.54  mm. 

Thickness  of  splice  bar     ....    9.92  mm. 


66 


THK     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  47 

20  pounds  per  yard  31.43  gross  tons  per  mile 

9.9  kg.  per  meter  19.84  tonnes  per  kilometer 

Plain  Splice-plate  Section  No.  47 
1.8  pounds  per  foot  2.68  kg.  per  meter 

Metric  Dimensions 

Rail 

Height 63.500101. 

Width  of  head 36.5    mm. 

Height  of  web 33.3    mm. 

Thickness  of  web 6.35  mm. 

Thickness  of  splice  bar     .         .          8.73  mm. 


7" 


UNIVERSITY 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section   No.   48 

1 6  pounds  per  yard         25-14  gross  tons  per  mile 
7.9  kg.  per  meter  15.87  tonnes  per  kilometer 

Plain  Splice-plate  Section  No.  48 
1 .4  pounds  per  foot  2.09  kg.  per  meter 

Metric  Dimensions 
Rail 

Height      .     .     . 59-53  rnm. 

Width  of  head 3°-93  mm. 

Height  of  web 32.54  mm. 

Thickness  of  web 5.53  mm. 

Thickness  of  splice  bar     ....    7.94  mm. 


68 


THE     PENNSYLVANIA     STEEL     COMPANY  —  MARYLAND     STEEL     COMPANY 


Rail  Section  No.  66 

1 2  pounds  per  yard  18.86  gross  tons  per  mile 

5-95  k§-  per  meter  1 1.90  tonnes  per  kilometer 

We  supply  i  X  *  jj(  rd.  edge  flats  for  joint  plates 

with  this  section. 
1.95  pounds  per  foot  1.42  kg.  per  meter 

Metric  Dimensions 
Rail 

Height 508    mm. 

Width  of  head 26.98  mm. 

Height  of  web 27.3     mm. 

Thickness  of  web 4.76  mm. 


Flat  Rails 


THE     PENNSYLVANIA     STEEL     COMPANY 


'16 


--5"- 
Rail   Section   No.  13 


Rail    Section    No.  13 

42  pounds   per  yard 

20.8  kg.  per  meter 

66. o  gross  tons  per 
mile 

41.65     tonnes     per 
kilometer 


Metric  Dimensions 

Height 38.1  mm. 

Width  of  head      .     .  42.9  mm. 

Width  of  base       .     .  127.0  mm. 

Thickness  of  base     .  11.5  mm. 


Rail   Section    No.  14 

47   pounds   per  yard 

23.3  kg.  per  meter 

73.86  gross  tons  per 
mile 


46.60     tonnes 
kilometer 


per 


Metric  Dimensions 

Height 43.7  mm. 

Width  of  head      .     .       42.9  mm. 

Width  of  base       .     .     127.0  mm. 

Thickness  of  base     .        11.5  mm. 


- — 4 •»- 


-*-_ 


Rail  Section  No.  14 


THE     PENNSYLVANIA     STEEL     COMPANY 


-5"- 


Rail  Section   No.  17 


Rail   Section    No.  1 5 

60  pounds  per  yard 

29.8  kg.  per  meter 

94.29  gross  tons  per 
mile 


59.53     tonnes 
kilometer 


per 


Metric  Dimensions 

Height 47-6  mm. 

Width  of  head       ....       57.1  mm. 

Width  of  base 128.6  mm. 

Maximum  thickness  of  flange,  19.0  mm. 

Minimum  thickness  of  flange,1^. 5  mm. 


Rail    Section    No.  17 

47.0   pounds  per  yard 

23.3    kg.    per    meter 

73.86  gross  tons  per 
mile 

46.60  tonnes  per  kilo- 
meter 


Metric  Dimensions 

Height 38.1  mm. 

Width  of  head   .     .     .     50.8  mm. 

Width  of  tram    .     .     .     76.2  mm. 

Thickness  of  base  .     .     12.7  mm. 


_  __,„_.         —pi"- 

^4 


1" 


'16 


Rail  Section  No.  15 


73 


-o> 
NU'ERSny    ] 

OF  ^/ 


THE     PENNSYLVANIA     STEEL     COMPANY 


Rail    Section    No.  ig 

62   pounds  per  yard 

30.7   kg.  per  meter 

9  7  -43  gross  tons  per 
mile 


61.48     tonnes 
kilometer 


per 


Metric  Dimensions 


Rail  Section  No.  19 


Maximum  height  . 
Minimum  height  . 
Width  of  head  .  . 
Width  of  groove  . 
Width  of  base  .  . 
Thickness  of  flange 


46.0  mm. 

37.3  mm. 

54.0  mm 

39.7  mm. 

1  20.6  mm. 

13.5  mm 


*l«— 


—f>'-'  _1  25" 

^  I    00 


Rail    Section    No. 

96  pounds  per  yard 

47.6  kg.  per  meter 

150.86    gross    tons 
per  mile 

95.23     tonnes     per 
kilometer 


Metric  Dimensions 

Height 63.5  mm. 

Width  of  head  .     .     .     45.2  mm 

Width  of  groove    .     .     50.8  mm. 

Width  of  base    .     .     .   1278  mm. 

Thickness  of  flange     .     17.5  mm. 


20 


'16 


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CM 


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Rail  Section  No.  20 


74 


THE     PENNSYLVANIA     STEEL     COMPANY 


Rail   Section    No.  95 

97  pounds  per  yard 

48.1   kg.  per  meter 

152.43    gross    tons 
per  mile 

96.22     tonnes     per 
kilometer 


Metric  Dimensions 

Height 58.7  mm. 

Width  of  head   .     .     .  46  °  mm. 

Width  of  base    .     .     .  146.0  mm. 

Thickness  of  flange     .  167  mm. 


Rail  Section  No.  95 


75 


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122 


THE     PENNSYLVANIA     STEEL     COMPANY 


Conductor    Bar   Section  A 

23-5  pounds  per  yard  11.66  kg.  per  meter 

36.92  gross  tons  per  mile        23.30  tonnes  per  kilometer 

Metric  Dimensions 

Width 50.8  mm. 

Depth  of  face  .     .     .     101.6  mm. 


Conductor   Bar   Section  B 


21  pounds  per  yard 

33.0  gross  tons  per  mile          20 


10.42  kg.  per  meter 
.82  tonnes  per  kilometer 


Metric  Dimensions 

Width 57.1   mm. 

Depth  of  face     .     .     .     76.2  mm. 


THE     PENNSYLVANIA     STEEL     COMPANY 


24- 


Conductor  Bar  Section  C 

22.4  pounds  per  yard  11.12  kg.  per  meter 

35.2  gross  tons  per  mile          22.21  tonnes  per  kilometer 

Metric  Dimensions 

Width 57.1   mm. 

Depth  of  face     .     .     .     88.9  mm. 


Conduit  Plate 


16  pounds  per  yard 


15.87  kg.  per  meter 


124 


PL, 
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125 


Miscellaneous     Splice  -  plate     Sections 
Not  Shown  in  Connection  with  Rails 


THE     PENNSYLVANIA     STEEL     COMPANY 


T-00 


Angle  Splice-plate  Section  No.  D-ioo-6' 

10.54  pounds  per  foot 

15.7    kg.    per    meter 

Fits  "  Dudley  "  ico-pound  rail  6"  high 


Angle  Splice-plate  Section   No.  IOO-A 


15.18  pounds  per  foot 

22.6    kg.    per     meter 

Fits    rail    section    No.    too 


128 


THE     PENNSYLVANIA     STEEL     COMPANY 


•2.7' 
32" 


Angle  Splice-plate  Section   No.   24J-A 


14.2  pounds  per  foot 

21.13  kg.  per  meter 

Fits    rail    section    No.    247 


129 


Angle   Splice-plate   Section    No. 


10.57  pounds  per  foot 

iS-73    kS-    Per    meter 
Fits  rail  section   No.    1 1 7 


THE     PENNSYLVANIA     STEEL     COMPANY 


Angle  Splice-plate  Section   No.   245-A 

14.34  pounds  per  foot 

21.42    kg.    per   meter 

Fits   rail   section    No.    245 


Angle   Splice-plate   Section   No.    D- 


1 1 .3   pounds   per  foot 

1 6. 8    kg.    per    meter 

Fits    rail    sections   Nos.   220,   221,   261 


130 


THE     PENNSYLVANIA     STEEL     COMPANY 


Angle  Splice-plate  Section  No.  89 

11.7  pounds  per  foot 

17.41   kg.  per   meter 

Fits  rail  sections  Nos.  237  and  114 


- 


Angle  Splice-plate  Section  No.  72 


10.9  pounds  per  foot 
16.22   kg.   per   meter 


THE     PENNSYLVANIA     STEEL     COMPANY 


1  7" 
1T6" 


Angle  Splice-plate  Section  No.  D-8o-5"  Angle  Splice-plate  Section  No.  25i-A 


10.50  pounds  per  foot 

15.68    kg.    per    meter 

Fits  "  Dudley  "  8o-pound  rail  5"  high 


1 1.95  pounds  per  foot 

17.72    kg.  per    meter 

Fits  rail  section  No.  251 


•32 


THE     PENNSYLVANIA     STEEL     COMPANY 


Angle  Splice-plate  Section  No.  251-6 


11.9  pounds  per  foot 

17.71   kg.  per  meter 

Fits  rail  section  No.  251 


v a. 


Angle  Splice-plate  Section  No.  251-0 


11.5  pounds  per  foot 

17.12  kg.  per  meter 

Fits  rail  section  No.  251 


'33 


THE     PENNSYLVANIA     STEEL     COMPANY 


Angle  Splice-plate  Section  No.  2$i-D 


10.5  pounds  per  foot 
15.63  kg.  per  meter 
Fits  rail  section  No.  251 


Angle  Splice-plate  Section  "I 


11.9  pounds  per  foot 

17.71   kg.  per  meter 

Fits  rail  section  No.  251 


134 


THE     PKNNSVLVANIA     STEEL     COMPANY 


Angle  Splice-plate  Section  «F' 


10.9  pounds  per  foot 
16.22  kg.  per  meter 


Angle  Splice-plate  Section  "Hv 

10.4  pounds  per  foot 

15.48  kg.  per  meter 

Fits  rail'section  No.  214 


'35 


UNIVERSPlY 

*jOs 


THE     PENNSYLVANIA     STEEL     COMPANY 


r 


0*1 

-ZJJ— - 


Angle  Splice-plate  Section  No.  2I4-A 


11.7  pounds  per  foot 

17.41    kg.   per    meter 

Fits  rail  section  No.  214 


Angle  Splice-plate  Section  No.  I26-A 


n.o  pounds  per  foot 

16.37   kg.  per   meter 

Fits  rail  section  No.  126 


'36 


THE     PENNSYLVANIA     STEEL     COMPANY 


Angle  Splice-plate  Section  No.  0-65-4.^" 

9.18  pounds  per  foot 

13.66  kg.  per  meter 

Fits  "  Dudley  "  6s-pound  rail,  4^"  high 


Angle  Splice-plate  Section  No.  237-A 


10.4  pounds]per  foot 

15.48  kg.  per  meter 

Fits  rail  section  No.  237 


'37 


THE     PENNSYLVANIA     STEEL     COMPANY 


Angle  Splice-plate  Section    "L 


Angle  Splice-plate  Section  No.  28 


11.5  pounds  per  foot 
17.12    kg.  per  meter 


8.5  pounds  per  foot 
12.65  kg.  per  meter 


THE     PENNSYLVANIA     STEEL     COMPANY 


,  // 

r-    ITS- 


Angle  Splice-plate  Section  No.  57-A 


Angle  Splice-plate  Section  No.  70 


9.2  pounds  per  foot 

13.69  kg.  per  meter 

Fits  rail  section  No.  57 


8.6  pounds  per  foot 
12.80  kg.  per  meter 


THE     PENNSYLVANIA     STEEL     COMPANY 


Angle  Splice-plate  Section  No.  1018 


7.1  pounds  per  foot 
10.56  kg.  per  meter 


Angle  Splice-plate  Section  No.  4 


7.0  pounds  per  foot 
10.42  kg.  per  meter 


140 


THE     PENNSYLVANIA     STEEL     COMPANY 


T~  ' 

... 

"JfV^ 

1 

1 

^    I 

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32 

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16 

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Angle   Splice-plate  Section  "J 


6.33  pounds  per  foot 
9.42    kg.    per   meter 


141 


THE     PENNSYLVANIA     STEEL     COMPANY 


-  • 


sL. 


. 

64 


~~— *•- 


Plain   Splice-plate   Section   No.  22 


Plain  Splice-plate  Section  No.  22 


Plain   Splice-plate   Section   No.  25 


3.65  pounds  per  foot 
5.43    kg.    per    meter 


3.5  pounds  per  foot 

5.21   kg.  per  meter 

Fits  rail  section  No.   22 


Plain  Splice-plate  Section  No.  25 


142 


THE     PENNSYLVANIA     STEEL     COMPANY 


Plain   Splice-plate   Section    No.    32 

3.22  pounds  per  foot 

4.79    kg.    per   meter 

Fits  rail  sections  Nos.  32  and  36 


JU- 

~~~  o 


15' 
32 


32 


O 
C\l 

T- 

7- 


Plain   Splice-plate   Section   No.  43 

2.62  pounds  per  foot 

3.89    kg.    per    meter 

Fits  rail  sections  Nos.  44  and  43 


'43 


BAPILOT 
&COMP7W 


New 

YORK 


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or  to  the 

NORTHERN  REGIONAL  LIBRARY  FACILITY 
Bldg.  400,  Richmond  Field  Station 
University  of  California 
Richmond,  CA  94804-4698 

ALL  BOOKS  MAY  BE  RECALLED  AFTER  7  DAYS 

•  2-month  loans  may  be  renewed  by  calling 
(510)642-6753 

•  1-year  loans  may  be  recharged  by  bringing 
books  to  NRLF 

•  Renewals  and  recharges  may  be  made 
4  days  prior  to  due  date 

DUE  AS  STAMPED  BELOW 
SENT  ON  ILL 

SEP  2  2  2004 

U.  C.  BERKELEY 


DD20  1M  3-02 


